Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover

This paper examines the environmental impact of the use of compacted sewage sludge: red gypsum (SS:RG) mixture as intermediate landfill cover in terms of yield and quality of leachate as characterised by hydraulic conductivity and leaching behaviour. A series of column tests using the constant head...

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Main Authors: Nor Azalina, Rosli, Hamidi, Abdul Aziz, Ahmad Kueh, Beng Hong, Lim, Leonard Lik Pueh, Mohd Hafiz, Zawawi
Format: Article
Language:English
Published: MDPI 2023
Subjects:
Online Access:http://ir.unimas.my/id/eprint/41385/1/Leaching%20Behaviour%20of%20Synthetic%20Leachate.pdf
http://ir.unimas.my/id/eprint/41385/
https://www.mdpi.com/journal/sustainability
https://doi.org/10.3390/su15054229
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spelling my.unimas.ir.413852023-02-27T02:32:13Z http://ir.unimas.my/id/eprint/41385/ Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover Nor Azalina, Rosli Hamidi, Abdul Aziz Ahmad Kueh, Beng Hong Lim, Leonard Lik Pueh Mohd Hafiz, Zawawi TA Engineering (General). Civil engineering (General) TD Environmental technology. Sanitary engineering This paper examines the environmental impact of the use of compacted sewage sludge: red gypsum (SS:RG) mixture as intermediate landfill cover in terms of yield and quality of leachate as characterised by hydraulic conductivity and leaching behaviour. A series of column tests using the constant head method is carried out by percolating the synthetic leachate through samples that have been compacted at various degrees (60, 70, 75, 80 and 85%). The leachate quality is monitored at pre-determined days for pH, COD, Cu, Fe and Zn. In general, hydraulic conductivity decreases in three stages, in which the first stage is mainly attributed to the particle rearrangement and hydration of calcium silicate hydrate (CSH). The hydration of CSH increases the pH, which causes the heavy metal to precipitate and be entrapped within the matrices of CSH gel, thereby further reducing the porosity and hydraulic conductivity. A minimum of 75% compaction has shown favourable final porosity, hydraulic conductivity, and leachate quality, although a minimum of 80% compaction is recommended in order to achieve a satisfactory compressive strength of greater than 345 kPa for a landfill operation. MDPI 2023-02-26 Article PeerReviewed text en http://ir.unimas.my/id/eprint/41385/1/Leaching%20Behaviour%20of%20Synthetic%20Leachate.pdf Nor Azalina, Rosli and Hamidi, Abdul Aziz and Ahmad Kueh, Beng Hong and Lim, Leonard Lik Pueh and Mohd Hafiz, Zawawi (2023) Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover. Sustainability, 15 (4229). pp. 1-15. https://www.mdpi.com/journal/sustainability https://doi.org/10.3390/su15054229
institution Universiti Malaysia Sarawak
building Centre for Academic Information Services (CAIS)
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sarawak
content_source UNIMAS Institutional Repository
url_provider http://ir.unimas.my/
language English
topic TA Engineering (General). Civil engineering (General)
TD Environmental technology. Sanitary engineering
spellingShingle TA Engineering (General). Civil engineering (General)
TD Environmental technology. Sanitary engineering
Nor Azalina, Rosli
Hamidi, Abdul Aziz
Ahmad Kueh, Beng Hong
Lim, Leonard Lik Pueh
Mohd Hafiz, Zawawi
Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover
description This paper examines the environmental impact of the use of compacted sewage sludge: red gypsum (SS:RG) mixture as intermediate landfill cover in terms of yield and quality of leachate as characterised by hydraulic conductivity and leaching behaviour. A series of column tests using the constant head method is carried out by percolating the synthetic leachate through samples that have been compacted at various degrees (60, 70, 75, 80 and 85%). The leachate quality is monitored at pre-determined days for pH, COD, Cu, Fe and Zn. In general, hydraulic conductivity decreases in three stages, in which the first stage is mainly attributed to the particle rearrangement and hydration of calcium silicate hydrate (CSH). The hydration of CSH increases the pH, which causes the heavy metal to precipitate and be entrapped within the matrices of CSH gel, thereby further reducing the porosity and hydraulic conductivity. A minimum of 75% compaction has shown favourable final porosity, hydraulic conductivity, and leachate quality, although a minimum of 80% compaction is recommended in order to achieve a satisfactory compressive strength of greater than 345 kPa for a landfill operation.
format Article
author Nor Azalina, Rosli
Hamidi, Abdul Aziz
Ahmad Kueh, Beng Hong
Lim, Leonard Lik Pueh
Mohd Hafiz, Zawawi
author_facet Nor Azalina, Rosli
Hamidi, Abdul Aziz
Ahmad Kueh, Beng Hong
Lim, Leonard Lik Pueh
Mohd Hafiz, Zawawi
author_sort Nor Azalina, Rosli
title Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover
title_short Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover
title_full Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover
title_fullStr Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover
title_full_unstemmed Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover
title_sort leaching behaviour of synthetic leachate through a sewage sludge and red gypsum composite as intermediate landfill cover
publisher MDPI
publishDate 2023
url http://ir.unimas.my/id/eprint/41385/1/Leaching%20Behaviour%20of%20Synthetic%20Leachate.pdf
http://ir.unimas.my/id/eprint/41385/
https://www.mdpi.com/journal/sustainability
https://doi.org/10.3390/su15054229
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score 13.211869